We are converting the double garage to a small apartment.
For the floor it has been suggested we place 100mm of insulation (GA4000 Celotex) followed by 65mm reinforced concrete screed.
I understand its purpose is to provide heat insulation but the GA4000 is foam and am intuitively concerned about placing a slab of concrete on foam.
As I understand it this concrete slab is simply laid and floating over the celotex with no further connection to the structure. It sounds flimsy and precarious, for example I am thinking if I place something heavy, or just on its own, the whole slab might move enough to produce cracks on tiles or on various walls.
Doing some simple calcs, the structure is 50m2 and the thickness is 65mm so I work thjis out to be 3.25 cubic metres and a weight of 7,800 kg. This sounds very heavy but it is really 156kg/m2. Supposing I move my piano there, the piano is about 0.75m2 in area and weighs 235kg so I am placing 313kg/m2 over a surface that is 156kg/m2. I understand the concrete slab spreads this weight around.
Can someone please tell me if I am on the right track? Are there other floor construction techniques I could consider?
For the floor it has been suggested we place 100mm of insulation (GA4000 Celotex) followed by 65mm reinforced concrete screed.
I understand its purpose is to provide heat insulation but the GA4000 is foam and am intuitively concerned about placing a slab of concrete on foam.
As I understand it this concrete slab is simply laid and floating over the celotex with no further connection to the structure. It sounds flimsy and precarious, for example I am thinking if I place something heavy, or just on its own, the whole slab might move enough to produce cracks on tiles or on various walls.
Doing some simple calcs, the structure is 50m2 and the thickness is 65mm so I work thjis out to be 3.25 cubic metres and a weight of 7,800 kg. This sounds very heavy but it is really 156kg/m2. Supposing I move my piano there, the piano is about 0.75m2 in area and weighs 235kg so I am placing 313kg/m2 over a surface that is 156kg/m2. I understand the concrete slab spreads this weight around.
Can someone please tell me if I am on the right track? Are there other floor construction techniques I could consider?